Enhanced Strategies for Seismic Resilient Posttensioned Reinforced Concrete Bridge Piers: Experimental Tests and Numerical Simulations-Reference-Cited by-同舟云学术

Enhanced Strategies for Seismic Resilient Posttensioned Reinforced Concrete Bridge Piers: Experimental Tests and Numerical Simulations

Author:

Shen Yu¹^ORCID,Freddi Fabio²^ORCID,Li Yongxing³,Li Jianzhong⁴

Affiliation:

1. Ph.D. Candidate, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China. ORCID: .

2. Lecturer, Dept. of Civil, Environmental and Geomatic Engineering, Univ. College London, London WC1E 6BT, UK. ORCID: .

3. Engineer, Civil Engineering (Bridge, Tunnel and Subgrade) Design Research Institute, China Railway Design Corp., Tianjin 300308, China.

4. Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference43 articles.

2. AASHTO. 2015. AASHTO guide specifications for LRFD seismic bridge design. Washington, DC: AASHTO.

5. Cai, S. H. 2007. Modern steel tube confined concrete structures. [In Chinese.] Revised ed. Beijing: China Communications Press.

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